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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

200 ppm
150 ppm
100 ppm
50 ppm

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

5 kg to 7.5 kg
0.5 to 1.0 kg
1 kg to 2.0 kg
7.5 kg to 10 kg

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Industrial waste
Storm sewage
Sanitary sewage
None of these

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Two sewer lines intersect
Invert level of a branch sewer is more than 60 cm that of the main sewer
Sewer line runs along a main road

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Waste Water Engineering
Pathogens (or pathogenic bacterias) in water may cause

Dysentery
All listed here
Cholera
Typhoid

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2.5
3
1.5
2

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